Papermaking wastewater treatment and reuse process
A technology of papermaking wastewater and process, which is applied in the field of papermaking wastewater treatment and reuse technology, can solve the problems of ultrafiltration device fouling and short service life of ultrafiltration membrane, and achieve the effect of high removal efficiency
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Embodiment 1
[0035] like figure 1 As shown, the papermaking wastewater treatment and recycling process includes a wastewater collection pool 2 for collecting papermaking wastewater, and the wastewater collection pool 2 is connected with an aerobic pool 3, a high-efficiency air flotation pool 4, a hydrolysis pool 5, and an A / O pool 6 in sequence. A lifting pump 0 is arranged between the wastewater collection pool 2 and the regulating and aerobic pool 3, a lifting pump 0 is arranged between the regulating and aerobic pool 3 and the high-efficiency air flotation pool 4, and the A / O pool 6 is connected with a sedimentation tank 7, Biochemical wastewater collection pool 8, multimedia filter 9, bag filter 10 and first circulation system 11; The first circulation system 11 comprises the ultrafiltration device 111 and circulation pump 112 that form inner circulation loop; Ultrafiltration device 111 is connected respectively There is an ultrafiltration backwash pump 121 and an ultrafiltration water...
Embodiment 2
[0040] Same as Example 1, the difference is that the ultrafiltration device performs automatic backwashing every half an hour; the flushing flux is controlled at 120L / m2 hr; the backwashing pressure is ≤0.2MPa; the backwashing time is 40 seconds; the ultrafiltration device is an external Press-type hollow fiber membrane, the ratio of the inner and outer diameter of the membrane filament is 1: 2.5, and the packing density of the ultrafiltration module is 1200m 2 / m 3 . The total residence time of the adjusted facultative oxygen tank 3 is 28h, including the adjustment time of 10h and the facultative oxygen time of 18h; the residence time of the hydrolysis tank 5 is 14h. The residence time of the anaerobic process in the A / O tank 6 is 1.2h; the surface load of the sedimentation tank 7 is 0.6m3 / m2.h.
Embodiment 3
[0042] According to the characteristics of high concentration and changeable water quality of industrial wastewater in serious pollution industries such as electroplating, leather, chemical industry, and papermaking, combined with the practical experience of high-concentration industrial wastewater treatment, it is advisable to adopt a treatment process combining physicochemical, biochemical, and membrane methods. It is divided into two parts: biochemical system and reuse system.
[0043] Biochemical treatment considers the comprehensive process of regulating tank + high-efficiency air flotation + hydrolysis tank + A / O tank + sedimentation tank. The industrial wastewater enters the collection pool, and is pumped into the regulating and aerobic pool through the lifting pump. A grid well is set in front of the regulating pool to remove the coarse, long, and particles in the wastewater. In order to alleviate the impact of changes in wastewater volume and COD concentration, a larg...
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